Pattukkottai Municipality Replacement Of Di Pumping Main From Sunnabukara Street To Eb Office At Pattukkottai Municipality Replacement Of Di Pumping Main From Sunnabukara Street To Eb Office At Pattukkottai Municipality
Tender Value
20 Lakhs
Estimated cost
Bid Submission
11 Mar 2022
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pattukkottai → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pattukkottai Municipality Replacement Of Di Pumping Main From Sunnabukara Street To Eb Office At Pattukkottai Municipality Replacement Of Di Pumping Main From Sunnabukara Street To Eb Office At Pattukkottai Municipality
BOQ
| Sl. No. | Item Description |
| 1 | THE RATES FOR EARTH WORK EXCAVATION AND REFILLING FOR PIPE LINE WORKS HAVING BED WIDTH OF 1.25M AND BELOW ON LINEAR MEASUREMENT BASIS(0.80x1.20)Earth work |
| 2 | THE RATES FOR EARTH WORK EXCAVATION AND REFILLING FOR PIPE LINE WORKS HAVING BED WIDTH OF 1.25M AND BELOW ON LINEAR MEASUREMENT BASIS(0.80x1.20)Refilling |
| 3 | DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K9 AS PER IS 8329/2000 250 mm |
| 4 | DUCTILE IRON SPECIALS AS PER IS 9523/2000 |
| 5 | KINETIC AIR VALVES FOR HANDLING MORE VOLUMES OF AIR IN PUMPING MAIN, DOUBLE ORIFICE KINETIC AIR VALVE CONFIRMING TO IS 14845 TAMPER PROOF DESIGN (PN-1) 80mm |
| 6 | Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. 250 mm dia D.I Pipes and Specials |
| 7 | Jointing the C.I/ D.I - S/S pipes and specials with molten lead and Yarn including caulking thejoints. (Including cost of jointing materials) 250 mm dia D.I Pipes and Specials |
| 8 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24).- 1 M3 |
| 9 | Supplying and Fillingin foundation and basement with Filling Sand in layers of not more than 15cm thick well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). |
| 10 | PlainCement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers (TNBP No.28). |
| 11 | Brick Work in CM 1:5 (One part of cement & five parts of sand) mix using Third Class Country Brick Kiln Burnt bricks 8 ¾ \" x 4 ¼ \" x 2 ¾\" including cost and conveyance of materialsto work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers –TNBP No:31 |
| 12 | Plastering with CM 1:5(One part of cement & five parts of sand) mix for 12mm thick including cost and conveyance of all materialsto work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57 |
| 13 | Cement concrete 1:2:4 using the following sizes of hard broken stone jelly for RCC pre-cast slabs of the 0.10m thickness excluding cost of reinforcement grill in position but including moulding finishing, curing, and fixing them in position etc., complete complying with standard specification. TNDSS NO.28 V,VI S25 |
AI Tender Summary
Tender Timeline
Mar 07, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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